通过电算分析，找出了厚壁t形截面柱的最不利荷载角。
In this paper, the worst loaded Angle of T-shaped columns with thick leg is finded.
本文对这类结构进行了详细的理论分析，并根据有限元法编制了相应的电算分析程序。
In this paper, the detailed theoretical analyses are given, and the computer program is also presented based on the finite element method.
在对滑坡床土料取得室内大量试验资料的基础上，对86公里段滑坡进行了各种方案的电算分析，进一步验证了成因及机理分析的正确。
On the basis of a lot of test data for the slop bedsoil indoor, calculated various plans to 86km land- slide by computer and further testified the analysis of the mechanism and reason.
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